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All Journal Jurnal Konseling dan Pendidikan Jurnal Teknik Sipil Jurnal Penelitian Kesehatan Suara Forikes Health Notions BENTANG : Jurnal Teoritis dan Terapan Bidang Rekayasa Sipil Journal of Education Technology ComTech: Computer, Mathematics and Engineering Applications GEMA KESEHATAN LINGKUNGAN Jurnal Muara Sains, Teknologi, Kedokteran dan Ilmu Kesehatan Jurnal Ilmiah Tatengkorang Journal of Enterprise and Development (JED) Focus : Jurnal Pekerjaan Sosial BISNIS & BIROKRASI: Jurnal Ilmu Administrasi dan Organisasi Journal of Public Health Education Matriks Teknik Sipil Jurnal Jalan Jembatan Sustainable Civil Building Management and Engineering Journal Asian Journal of Social and Humanities APMa Jurnal Pengabdian Masyarakat
Budi Yulianto
School Of Business IPB University
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Journal : Jurnal Teknik Sipil

 1 
Design And Properties Of Split Mastic Asphalt Modified With Retona At Hot And Arid Region Almahdi, Mohammed; Setyawan, Ary; Yulianto, Budi
Jurnal Teknik Sipil Vol 2, No 2 (2014): Jurnal Teknik Sipil
Publisher : Jurnal Teknik Sipil

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Abstract

The use of Retona as the additive material in the hot mix split mastic asphalt with a certain comparison is expected to improve the quality of the split mastic asphalt. This study aimed to determine the extent of Marshall properties (Stability, Flow, Marshall Quotient, VITM, VFWA, and Air Void), ITS and UCS test at (30ºC, 40ºC, 60ºC) and Permeability Test. The objective of that is a comparing the results between SMA (AC 60/70) and SMA modified with retona to know the properties if to be used at hot and arid region. In comparison with the results of Marshall Test SMA modified with Retona and SMA (AC60/70) are : the stability value is higher by 11.52%, the flow value is lower by 11.89%, the marshall qoutient value is higher by 26.65%, the VITM value is lower by 1.93%, the VFWA value is higher by 90.57%, and the Air Void value is lower by 9.34%. The ITS value of SMA without Retona is higher than SMA with Retona is 49.28 % at temperature 40oC. The UCS value of SMA without Retona is higher than SMA with Retona is 18.99 % at temperature 30oC. The SMA modified with Retona is less sensitive to temperature changes by using ITS and UCS test compared with SMA without Retona. The coefficient of permeability value of SMA with Retona is higher than SMA without Retona 294% at water pressure 10000 dyne/cm² and by 348 % at water pressure 20000 dyne/cm². Where find that the mixtures are Practically impervious. Keywords: Split Mastic Asphlat (SMA), Retona, Marshall Test, ITS & UCS Test , Permeability test.
DESIGN AND PROPERTIES OF SPLIT MASTIC ASPHALT MODIFIED WITH RETONA AT HOT AND ARID REGION A. A. Almahdi, Mohammed; Setyawan, Ary; Yulianto, Budi
Jurnal Teknik Sipil Vol 2, No 2 (2014): Jurnal Teknik Sipil
Publisher : Jurnal Teknik Sipil

Show Abstract | Download Original | Original Source | Check in Google Scholar

Abstract

AbstractThe use of Retona as the additive material in the hot mix split mastic asphalt with a certain comparison is expected to improve the quality of the split mastic asphalt. This study aimed to determine the extent of Marshall properties (Stability, Flow, Marshall Quotient, VITM, VFWA, and Air Void), ITS and UCS test at (30ºC, 40ºC, 60ºC) and Permeability Test. The objective of that is a comparing the results between SMA (AC 60/70) and SMA modified with retona to know the properties if to be used at hot and arid region. In comparison with the results of Marshall Test SMA modified with Retona and SMA (AC60/70) are : the stability value is higher by 11.52%, the flow value is lower by 11.89%, the marshall qoutient value is higher by 26.65%, the VITM value is lower by 1.93%, the VFWA value is higher by 90.57%, and  the Air Void value is lower by 9.34%. The ITS value of SMA without Retona is higher than SMA with Retona is 49.28 %  at temperature 40oC. The UCS value of SMA without Retona is higher than SMA with Retona is 18.99 % at temperature 30oC. The SMA modified with Retona is less sensitive to temperature changes by using ITS and UCS test compared with SMA without Retona. The coefficient of permeability value of SMA with Retona is higher than SMA without Retona  294% at water pressure 10000 dyne/cm² and by 348 % at water pressure 20000 dyne/cm². Where find that the mixtures are Practically impervious.Keywords: Split Mastic Asphlat (SMA), Retona, Marshall Test, ITS & UCS Test , Permeability test.
KONDISI KEMANTAPAN JALAN BERDASARKAN BEBAN LALU LINTAS DAN KETERSEDIAAN DANA PENANGANAN Hermani, Wahyuningsih Tri; Setyawan, Ary; Yulianto, Budi
Jurnal Teknik Sipil Vol 1, No 1 (2013): Jurnal Teknik Sipil
Publisher : Jurnal Teknik Sipil

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Abstract

AbstrakSatuan Kerja Non Vertikal Tertentu (SNVT) Wilayah II Provinsi Jawa Tengah adalah instansi yang menangani jalan strategis nasional Provinsi Jawa Tengah yang mempunyai daya saing tinggi dalam keselamatan dan keamanan. Penelitian ini bertujuan untuk mengetahui kondisi jalan, besar beban yang terjadi pada jalan,  hubungan antara pertumbuhan lalu lintas dengan kondisi jalan serta kebijakan Bina Marga dalam mengatur ketersediaan dana untuk pencapaian kondisi jalan mantap. Jenis penelitian ini diskriptif yaitu dengan melakukan perbandingan data kondisi permukaan jalan menggunakan NAASRA Roughness-meter untuk menganalisa peningkatan/penurunan kondisi jalan antara Tahun 2008–2013. Beban lalu lintas jalan dihitung dari data lalu lintas harian rata-rata (LHR). Regulasi kebijakan Bina Marga untuk penentuan prioritas penanganan jalan berdasarkan ketersediaan dana, kertas kerja RKA-KL dan rincian pekerjaan Tahun 2008-2013.. Kondisi jalan mantap meningkat dari Tahun 2008 sebesar 78,23% menjadi 97,0% pada Tahun 2013 dengan kecenderungan yaitu y= 139,87*0,01^(1/x). IRI menurun dari Tahun 2008 sebesar 5,66 menjadi 3,91 pada Tahun 2013 dengan kecenderungan yaitu y= 1,847*e^(9,136/x). Beban jalan yang terjadi berdasarkan kondisi riil di lapangan Tahun 2008 mencapai 484.631 standard axel meningkat pada Tahun 2013 menjadi 661.575 standard axel dengan kecenderungan yaitu y= 274,82e^(0,069x). Pertumbuhan lalu lintas meningkat rata-rata 1,07% per tahun. Ketersediaan dana meningkat dari Tahun 2008 sebesar Rp 185.059.648.000,00 menjadi Rp 471.865.926.000,00 pada Tahun 2013. Kecenderungan kemantapan jalan terhadap penyerapan dana yaitu y= 69,96*1,0^x.Kata kunci: roughness, jalan, pemeliharaan, kebijakan.
Co-Authors Aditya Krisnanda Adiuto, Rake Agung Bayu Pratomo AGUS SUMARSONO Aladl, Albanna Sayf Alfiyana, Muhammad Alviano, Reza Amirotul M.H Mahmudah Amirotul MH Mahmudah Angga Dicky Susanto Anggoro, David Yudo Anis Yudha Nomitasari Anjar Budi Santoso Aries Prasetyo Ary Setyawan Astrid Novita Atmaja, Pulung Adhi Atmojo, Muhammad Suryo Bagus Saputra P Bhisma Murti Bogya Kalvindoro Chandra Wijaya Chandra Wijaya Darjati David Yudo Anggoro Dedy Ismail Hartono Demes Nurmayanti Dolly Martin Turnip Edy Purwanto Eliza Winasrika Arba'inisiah Elsafan Gelar Geladi Ernawati . Fahadha, Rizqa Ula Geladi, Elsafan Gelar Hadi Suryono Hanum, Fauziah Hanung Triyono, AR. Hartono Hartono Hartono, Dedy Ismail Hartrisari Hardjomidjojo Hermiyanti, Pratiwi Hutomo, Setoadi Ida Ayu Putu Sri Widnyani Irmalia Nursita Islami, Muhammad Febrian Isyana Yuvita Poncowati Iva Rustanti Eri Wardojo Kalvindoro, Bogya Khambali, Khambali Kharisma, Panji Krisnanda, Aditya Krisnanto, Albertus Ryan Krisnanto, Albertus Ryan Legowo, Slamet Jauhari Legowo, Slamet Jauhari Lembunai Tat Alberta Loh Man M. Syamsul Maarif Mahmudah, Amirotul M.H Mahmudah, Amirotul M.H Mahmudah, Amirotul MH Mahmudah, Amirotul MH Man, Loh Marhamah Rosyidah Marlik Mirhard, Eko Mohammed A. A. Almahdi, Mohammed Mohammed Almahdi Muhammad Masykuri Muhammad Suryo Atmojo Mujayanto N., M. Fadly F. N., Meidyta H. Niken Silmi Surjandari Nugraheni, Fransisca Yunita Nugraheni, Fransisca Yunita nurlailis saadah Nursita, Irmalia Panjaitan, Dewi Ulina Poncowati, Isyana Yuvita Pradika, Tb. Pramita, Arizka Pramitasari, Agnes Pratomo, Agung Bayu Prihastini, Lilis Pulung Adhi Atmaja Putra, Heri Cahyono Putri Arida Ipmawati, Putri Arida Putri, Rizki Dewayani Rachmadi, Aditya Yudha Rachmaniyah Reza Alviano Ricky Pratama, Yoas Armaditya Rita Layona Rokhmalia, Fitri Rosyidah, Marhamah Santoso, Anjar Budi Saputra P, Bagus Setiawan, Yosethyaji Arif Setiono Setiono Setiono Setiono Setoadi Hutomo Sjarief, Rizal Slamet Jauhari Legowo Sujangi Sujangi Sumarsono, Agus Susanto, Angga Dicky Tb. Pradika Turnip, Dolly Martin Utomo, Vian Prasetya Wahyuningsih Tri Hermani, Wahyuningsih Tri Wibisono, Yudhiawan Wiguna, Andhika Wisnu Istanto Yoas Armaditya Ricky Pratama Yosethyaji Arif Setiawan Zenal Asikin